Highway Engineering Part 2

 

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1. The value of ruling gradient in plains as per IRC recommendation is
2. The slope of the line joining the crown and edge of the road surface is known as
3. In India for design of roads pedestrian is considered as
4. Reaction time of a driver
5. Coefficient of friction is less when the pavement surface is
6. Nagpur road plan formulae were prepared by assuming
7. The maximum design gradient for vertical profile of a road is
8. If ruling gradient is 1 in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be
9. Camber in the road is provided for
10. For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

 

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A Demrot is the founder of VideRime Online Learning, a leading engineering website. He did his BE Civil and M.Tech Structure from RGPV University, Bhopal and has been working as an Assistant Professor in a reputed college.

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